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HomeMy WebLinkAbout002-1007-30-000 (2)RECEIVED • NOV 2 6 2003 Wisconsin Department of Cor coerce S IL EVALUATION REPORT Page , of `� Division of Safety and Buildi �T CRCIX COUNTY ZOtiANOWW46666 with m 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. /y ? percent slope, scale or dimensions, north arrow, and location and distance to nearest road_ A-)0 -7— Ja Please print all information. Rev41rwed b Date qPersonal information you provide may be used for secondary purposes (Privacy Law, s. 15.134 (1) (m)}. Property Owner Property Location r}f Gout. Lot 1/4;1I`X414 S T N R E Property Owner's Mailing Address 2 Block # LAW , Ci Slate Zip Code Phone Number CJ j r ❑ City„ ❑Tillage est Road 911 New Construction User Residential I Number of bedrooms Code derived design flow rate i 257 GPD ❑ Replacement Parent material General comments and recommendations: ❑ Public or comme al - Describe: C i �� G� ''' 3 1 Flood Plain elevation if applicable �� ft_ C �y Boring L_o ouc. .r`mrXd o-0 b ` °'g . !� UY- FJ Boring # ❑ Pit Ground surface eiev. � ft. Depth to limiting factor in. A Soil Lplication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIfF 'Eff#1 'Eff#2 Ll � r 717 V F2 Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDff `Eff#1 'Eff#2 ! C Y c111Uen1 +F i = DUU � KJ _ 44V ntg/L ana i JJ >-iu < l5U Mg1L ' ttttuent ir1 = UUL) < UU mg/L ant] T;i5 5 ;iU mgrL CST Name (Please Print) �� Signature ` -, CST Number Address Date Evaluation Conducted Telephone Number '6-� •'' -� � �c_. .��7.t � — / � ems' ��d ����� Property Owner �/r /f °' / 1 f/ l� Parcel ID # Boring # ❑ Boring F7-31 pit Ground surface elev. L� ft. Depth to limiting factor 26 in Page of Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz, Sh, Consistence Boundary Roots GPDW •Eff#1 'Eff#2 wt 7 J5r f_ Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. ❑ Boring Boring # El Pit Ground surface elev. ft. Depth to limiting factor in. Qu. Sz. Cont. Color ' Effluent #1 = BOD5 > 30 c 220 mWL and TSS >30 < 150 mg/L • Effluent #2 = BO05 130 mgfL and TSS < 30 mglL The Department of Commerce is an equal opportunity service provider and ernployer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD 9110 (r107M) Property Owner C�, { Parcel ID 9 Page 12 Boring # ❑Boring .pit Ground surface eiev.1. ft. Depth to limiting factor in. Of Grin Ann"hnn R21ro Horizon Depth in. Dominant Color Munsell Redox Desc nphonon Qu. Sz. Cont. Caior Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/fE 'Eff#1 'Eff#2 / Bonna # Sonng U Pit Ground surface eiev. ft. Depth to limiting factor in. Snil Annlirnfinn RMP Horizon Depth in.' Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIiI '�::fi#1 "Eff#2 i i i L Boring i Boring Pit Ground surace eiev, ft. Depth to iin" factor in. Soi; Asoiirahon Rafe -Ionzon Depth in Dominant Color Munseli Redox Description Qu. Sz. ant. Coior Texture Structure Gr, Sz. Sh. Consistence Boundary Roots GPDIff "wff#1 'Eff#2 I ' Effluent #1 = SOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 rngA. and TSS < 30 ng(L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or = 608-264-8777. SBP-8330 01-07100) Soil Test Plot Plan Project Name Mark Mock Byrop, Bird Jr. Address 1170 Curtis St. Baldwin Wi. 54002 C M #220527 Lot Subdivision Date11/22/2003 Co,untyST. CR©IX SE 1 /4 NW 1 /4 S 4 T 29 N/R15 W Township Baldwin Boring Q Well PL Property Line# Alt. BM nail in post Elv 99.8 ,BM or VRP Assume Elevation 100 ft.nail in post System Elv. 95.7 H.R.P. same as BM BM 235th st. CERTIFIED SURVEY MAP THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 29 NORTH, RANGE 16 WEST, TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN. PREPARED FOR: Estate of James Monder Mark Mole 1158 235th St. Glenwood City, WI 54013 UNPLATTED V1 t_ c9i LANDS V01.5 Pg.1249 UNPLATTED Z LAWpS p v_ a w LOT 2 areas 437.088 sq.ft. 10.034 acres incl. r-o-w 424.711 sq,ft. 9.750 acres excl_ r-o-w Ch &_,V 87'20'28"w '322.90' West 1/4 Corner Section 4-29-16 Survey Mark Nail VI DEC 02 2019 C�n-�ol9-o7'j East 1/4 Corner Section 4-29-16 - o Survey Mark Nail ;lo ,�It' NIa S8727'31-E 1319.1o' l' • • t 1282.or' �?.�. • ��`R � 37.09 -- -- aN �OT 1 • centerline: o 'pJ 4 abin `. �� C 1 rn wetland i r-t,i UNPLATTED 1 1 314,945 sq.ft.'' N 30.187 acres n �; co M LANDS Ilv _,incl, r-o-w �V N I �� • 1 277,814 sq.ft. N N r, IS D �� 29.335 acres i a/ exel, r-c-w dw i �' i I� far 1 : 1587'20'28"E � 1321.99' 37,40T: :'�'N lrn A �aa.S9 l� shed L OT I Y . dwy 1 I 1285.40' 37-t UNPLATTED LANDS Each parcel on this map is subject to State DRAFTED BY: and County laws, rules and regulations(i.e. Joel A Brandt wetlands, minimum lot size, access to parcels, }8 Surveying I LC etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and Town Board for advice "Approximate wetland locations, if constructing near mapped wetlands, a wetland delineation may be required." u East 1/4 Comer Section 4-29-16 o Survey Mark Nail 2638.05' 0 w 0 N IN V � J IW lP m South 1/4 Corner Section 4-29-16 Survey Mark Nail "This map contains areas that are subject to the Shoreland Overlay Zoning District, additional restrictions apply. Contact the Community Development Department for W+ SCALE: 1" = 400' further information.' LEGEND ° 400' aoo' if......Found Government Corner North is referenced to (ties verified) Completion Date North -South Quarter Line November. 2019 of Section 4-29-16, o___.._Set 3/4" x 18" Iron Rebar which bears S00°26'35"E weighing 1 502 Ibs /foot (St Croix County Grid System) • •.-Found 1" Iron Pipe Sheet of 2 Sheets